HomeMy WebLinkAbout100 W Ediz Hook Rd - Land Use
~ORTANGELES
WAS H I N G TON, U. S. A.
DEPARTMENT OF COMMUNITY DEVELOPMENT
September II, 2003
Roy Clark
U. S. Coast Guard Civil Engineering Unit
2000 Embarcadero, Suite 200
Oakland, CA 94606-5337
Dear Mr. Clark,
m.
Q.,.
-I
As you know, following a public hearing conducted on September 10, 2003, the City's Planning
Commission approved your request for a Shoreline Conditional Use Permit (SMA 03-04) for the
addition of a floating dock and a camel at the USCG Station on Ediz Hook in Port Angeles. The
following Conditions apply to the permit:
\'f
1. The floating dock shall be located substantially in Conformance to that shown on the
site plan submitted on August 21, 2003; and
2. All permits required from State or Federal agencies shall be obtained prior to
commencing to work in marine waters.
;r:::
8
7'
Since the permit is for a shoreline conditional use, the permit will be forwarded to the
Washington State Department of Ecology, which has up to 30 days to take an action on the permit.
If you have any questions, please don't hesitate to contact this department.
Scott K. Johns
Associate Planner
cc:
Building Department
WDFW
Department of Ecology
"
07/03/02 16:33
'a'360 452 8498
NT! ENG.& SURVEY
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Ii1I 001
NTI MATf:ntAL8 Ta9T1NO LAOORATORV
717 S. Poauody, Port AneoloG, WA 00302
(300) 4G2-l1401 F(l)( (300) 462~400
COMI'ReOOtVI! ameNoni 1ll0T
a~aC'MaN TRAN9MI1TAL & Ttl9T A611ULTB FORM
r"Or ",., prollol l".oImln baloh, oompl"'" r....r.. for r..ulla "an.mUIa!
-- \ ( 1. Malarial Tyro: :lit., Concrolo 0 Mortar 0 Grout
Cllonl: --- ,"~I ,...,\ ,:)('\ "'....ii."
C oj.. ",.
~_. ,,\. -,..,~,'
{;AI )"\ <>:,;;;/i,< ' , '. 2. Numbor of Spoclmons: 0 1 02 03 ~4 0 G
Proleel: '''-' ('., ';\ "
~;~ ,.; ,..,-.
3. Tostlno Soquonco Aoqueatod (days altar castlno):
BIWNG INFORMATION XStandsrd A a Standard B a SlandanfC a Other (spoc/fy)
H no open 14b &ooount 0( aotlw prol.ot 10, mUlt go Ulrough . 7.28.28. Hold 7.28.28 28,28
eullne... Manager nlllt.
0 Lob Account if Date Cast; (;, ~.'!;;..~. C) ;:') 5. Cast By: G;l ()
4. "".~,' t
.&: ProJect AccountlD eA <:~l_.Or.'" C::>I H'V"";'\;" ..
6. Material Supplied by: ,-
.":>('2..1'.) I ....." '.~.w . "''-~
Pro/eel Manager
7. Contractor. c- "')
0 Pre.pald (raqlJlred If not on aCCOunt. aee raYef'lO) ",,,C1-. ('>.1~..-,
6. Date Rec'd In Lob:b- b"O~ 9. Roc'd by: ef
I
MA TERlAL SPECIFICA TlONS
SLUMP TEMPEAATURE AJR CONTENT" UNIT WEIGHT
DESIGN
ACTUAL -......- ~"- '.""'- "'''-.
Required Compressive Strength: ,
DSI@ Days
Addhional Requirements:
COMPONENTS/MISCEllANEOUS
Cement Type: I ~ ;;:? I No. c- '<::;:; Load Size: ...::'t C.Y.
of Sacks/CY: .-"0
Admix Amount/Brand(Type: ~$ '<;;I ,'." ";:1.., !'",,:? /, // './t"
Admix Amount/Brand(Type: I '"Ie:, /YI' "hI' '",,' t . !,~ :::'.. ...; C,.,':' 'c.>)' ,
J... l' ,--h',) .
-- .. -- -,,-- .._~.... .. ~,{,,:'"
Coarse Aggregate: I . Fine Aggregate: I 8;0 ..
:::: ~X:; () "
Weather: Air Temp:
Re.~'1<~/Loca~i2n of Concrete Placement: ' ;, i :.,'''-'. ,.., I,
t., .., !'+ 'i:. .<::'7 (;, :::>,
'._"
Specimen Control # 9;;,3 TEST RESULTS (TO BE FIUED OUT BY NTI PERSONNEL ONLY)
Spedmen Speclmon T8st@ Tested Date Brook Total UnH I.Ded
I Type Days By Tested Cop Type loed IVe4 PSI
I C; '.Y I ..:< 6 "",e 6 ":?7- 1--:I'1S ~..~, I', D
A 7 .. I ::( ~""o , ~i,:::< ':.~:' ("'.' ,9-,7 ,:::;.I.~...
I ::,i'
B ;:;uo, -'] lOG. 500 3770
c ,;'j , It- "7 :;;: . oS', So 0 ;:"30
0 ...... J; "- 1/
E
Commonts; About breaks:
07/02/02 16:13
'a'360 452 8498
NT! ENG,lI,.SURVEY__
Ii1I 001
0~(O'{[SJW
Nl'I MAn::nlAl.o Tr,OflNO U\OOnATOnV ~~ ,--_:UU W COMPmWOIVa OmlJNOnl TlJor
717 S. PonlJodY, PorI AnaDIDo, WA O()J()2 O(lECIMGN TRANOMI1TAL t mar nlJOULru f'OnM
(Joo) 4G2.IHOf ('Ill< (300) 4G2-ll400 I,,, (I", plo/'oIlr.olm.n IWoll, oomrl.11 ''''or.. (01 r"olll""n"mllt.,
QjOlJl; EQ?:/e Co.".,sfru.d,'oV"\ , Motorial Typo: )( Concroto 0 Mortar 0 O'Ol/1
ru ~'lJ) In c.
)(4
I'.LQJOC1: EA-G-l Oa.O{ 2 NumlJor or Spoclmona: 01 02 03 0 G
J. fosung Soquonco RoqUOOlod (daya a(tor Cllllllno):
81WNO INFORMATION )( Swndord A a Swndord 8 o Sl.ondord C a Otllor (8poCII\
ff no OJ'}On Ia.b 40(X)uol Of _<<Jw p(aloot 10. mu.( 00 U\(ough 7.20,20. Hold 7,20,28 28,20
Dullno.. M4ila.ool n(.t.
0 Lal> Account " 4. Dolo Cllst: '/"1/ O_;~\ 5. Cast By; gp
_~ ProJoct AccounllD (3/)" C'f LCi .,~(;) ~ G. Malorial Suppllod by: Rn ,,:r:2..~S
ProJOC1 Managor .::. (.2 r\.J
7. Con1metor: tE""<f51iP.... C.:::>t"';:;;-r:
o .'pro-pald (roqulrod tf oot on aCCOunt _ &00 rovorao)
O. Dalo Roc'd In Lab; ("." .s-oGl 9. Roc'd by: sf
MATERIAL SPECIFICATIONS
--.-
SLUMP TEMPERATURE Nfl CONTENT UNIT WEIGl (f
----...
I ,
I,
L
DESIGN
,
II ACruAL
II --
Required Compr~ive Strength: 3c.":lC..-:>C::::> DS/@ a.e Days
II
Ii Addilional Requirements:
II
:1 n__
I,
if COMPONENTS/M ISCELLAN EOUS
I,
Cement Type: I ~ oQ J No. of Sacks/C.Y.: S Y- 5/7 145 Load Size: 4 CY.
0(
Admi>: Amount/Brand/Type: 3 'z-.? ., J
,.,:::j ....:'\ 0; i:::;
c:) "Z;: .....(. "
' j L,. ,~, ,
Admi>: Amount/Brand/Type: I ""y, / f\lc.. <+ SeJ ,:;:J ...,~: ~
" Vb p(-~') "2~ ? , ':;., .:' -
'Coarse Aggregate: IS3c 16" ::Ye" Fine Aggregate: 1'670 \\s
Weather: .('.A(.: rL",\/ C l.OI..>f::."-;I J...t.o/Y'\lb.1 ............,JA(.~,_('Y'\ Nr Temp: ..-
Remac1<s/Location of Concrete Placement: 4=--0 c:.:>T I /'.'L::1S
-
SpecImen Control # q I q TEST RESULTS (TO BE FIlLED OUT BY NT1 PERSONNEL ONLY)
Spocimon Spodmon Tc31@ TO$tod 0.". o...ok Total Uottl.o4d
, TYl'<' 00,.. By T ostod Cop Typo lDad ""'- PSI
&..~IO? f.i ("" ,) b -I;;l" E:q C>C') () d,g..;O <:(09 0
A _~~:',I ~^
. ;
0 c9€S f3 ~" 7~Q ~/4"AR 8", 5\) ~) ';<'1'10
'-_. ,
c ,'/3..'8 6'f" -] ~ cO.. SIJE.AA 8<<, CJ c, C) ;;;! "}r:.,,,
.
0 ,,~ H 7- 30 , /
(
---
..---
.~..,,,"----...
""'--...--.
-n;.: OL.I) c..YL/ rvc>r5n. """I t..L R:.1::
06/12/02
12:45
'a'360 452 8498
NT! ENG.& SLRVEY
Ii1I002
~(Q)[pJ"" R-Jl
(I, ---" Y(
NrI MArr:nl^LO TEOTlNQ LAOOnAl'Ony \~\::::- u COMrnr:OOIVa OmeNQm reor
717 S, f'oalJody, Port Anouloo, W^ OOJ02 OPEC/MEN TRANOMITTAL &. mOT ReOULro rOnM
(300) 4G2-<J101 "ax (300) 4G2-<J100 I", Ilro' (HO"'" .p.olm.n 'a'oh. oompl.!. ,.....,.. 101 "'""'''.n.ml''.,
Qlwt: EQ~)~ COYls+ru.d, '0"1 ru IttJ ) IY/ C. I. Malorlal fypo: )J( Concrolo 0 Mortal 0 QrolJ\
)(4
EAG-J. oaol 2 NumlJor of Spoclmono; 01 02 03 0 G
fmJoct:
J. fostlno Soquonco AOQuootod (days altar 0081100):
BIWNG INFORMATION )i( SLOndord A o SLOndord B o Standard C o Othor (8f)Ocll
n no opon Ia.b aOOOvnl or .oUw proJoot 10, mUtt DO through 7,20,20. Hold 7,20,28 28,26
nu.100l5 M4nllQot flnl.
0 Lob Account r'I Dolo Cast: c;,. /"1/ Q;;;) S. Cast By: t:~,P
4.
)f, Projoct ACCOunl 10 C:7/1, 6' Lt~ ,:;<,;) i G_ Malorial Suppllod by: B ) ~.'"-
PrOJoct Managor -.2l (.2 f\) n~:f- ...;l
7. Contractor: 6"-<fj)~?'d Co:":> ,,~.-r.
K;;. f ~.,,:.> ..
o ..Pro-pald (roqulrod H not on aCCOunt. &0.0 roV'Oc.o)
0, Data Roc'd In Lnb: (",C' .,S.oG/ 9. Roc'd by: lEP
MATERIAL SPECIFICATIONS
+---..-
SLUMP TEMPERA rURE NR CONTENT UNrr \'IEIG~(f
-.---
I I
11-
0[$ GN
AC ruAL
II Required Compressive Strength:
I' -
I Addrtional Requirements:
I
"'--'
~--
"...,~.._.....,... ~_...
, --
r
,
( COMPONENTS/M ISCEUANEOUS
I
o,ment Type: 1-,;) 1 No. or Sacks/C_Y.: S Yc:( SI7 I bJ,1 load Size: 4 CY
Admix Amount/Brand/Type: ? '/::) c~.,'~ ;::~, e'/' :' /Ij i::,
;-~ "<
Admix Amount/Brand/Type: I ")I, / c- 3 ~~1 f;'~:J, :r:l"
" YD ()r:.)"Z, '7,)" , N(~. ~ -
Coarse Aggregate: J 5....$<:) 1'='0: ";1 " Fine Aggregate: 10E\-jO ibs
,~~ ~'
Weather: {)/'::W, rUt C "'":,, '.1:".';/ U,-"tV\ If> v-J A (~,N\ Air Temp:
Remarl<s/Location or Concrete Placement: f.":"" C co':>'!" I I\J l:f:$
j
Specimen Control # c:r I 9 TEST RESULTS (fO BE FJUED OUT BY NTI PERSONNEL ONLY)
Spodmon Spodmen To:st@ Tostod 0.., 8<0"" ToW lJn~ lDod
. Typo 0.Y' By rllstod Cap Typo Lood No.. PSI
A &, X 10:( S (2.. (' b"IOOl, ~q C),''' t:;,,~~ ..::lt3".?) ;;(09 " __
. ,_.... I ,."...,'
a I &/6 7~:::<
C ,,').,'6 -']"64"
0 ..v H " /'
E
3=<::::l
psi @ c;t.6 Days
Common(s aboU1 broaks:
06/12/02 12:46
'a'360 452 8498
NTr ENG.& SURVEY
Ii1I 003
, ,', e f)\ :;;t.c:.'':><C) - c> (.'.) io".:;l.,
COV""\-..., PQ, N,'; l" '1";'... (;~(;::5)l~W
NTl'.MTr:RIAL8 Tll8T1NO LAOORATO~:f~"< COMf1RIl88IVIl9mllNorn 1ll0T
717 S. Poabody, Port Angoloo, WA 00302 O~IlCIMIlN TRANOMI1TAL & Ttl8T ReOULTS FORM
(300) 4G2.a401 Fax (300) 46208400 r"O, llrel pro/.ot .".oIm.n baloh, oompl.t. '....r.. 'or rllulll"an'll\llI<J
I. Malorlal Tyro: ,~ Concrolo 0 Mortar 0 G,out
a/om: ~.-s- r t:X'.;;:'i~.. t/ C'i~l c'~ .;: "~f\'\/YI , )(3
2, Numbor o( Spoclmons: 0 1 0 2 0 4 0 6
''') ('El f.~'
Prolect : ('-,CC""A ve~ /~ I "":':"'"'-.
"~~;; !')!>,j
3, TostlnO Soquonco Roqueatod (days alter O481lng):
BIWNG INFORMATION a Standard A a Standard B a Standard C )Ill. other (spoclfy)
H no opan Ic.b llooount 0( activo project 10, mUll go through , 7,28,28. Hold 7.28,28 28,28
80110014 Manager "twit f, i)/, ~ ~
r
a Lab Account it 4. Date Cas!: (;. 011 P' (~ 5. Cast By: ~~~e
~ Project Account 10 c,:"'/... H t~;!'!~~J I ," 6, Material Supplied by: r.:i'~l\>; , t.,';; 14\\...",
Project Manaoer .:::'Y"1.f',,1
7. Contractor. Sn,,'C"'L \~ (!iN::. c;.',(~~ ^"<:!V\..
0 Pre.pald (requited H not on 1I000unl . ~ rewRe)
In Lab: ~- ,S-o f.~ Roc'd by: p I')
8. Date Rec'd 9. -",.;'
I
MATERIAL SPECIFICATIONS
SLUMP TEMPERATURE Alfl CON1HIT UNIT WEIGHT
DESIGN
ACTUAL - "",,-..... ."'-.. -
,
Required Compressive Strength: 3~;} ff~) I,':,> 051 @ ,~ (:1 Days
Addhional Requirements:
COMPONENTSfMISCEUAN EOUS
Cemenl Type: I I No. of SacksfC.Y.: (~:' ') ..' Load Size: 9 C.Y.
Admix AmountfBrandfType: ! ";'--1,:,?'" (O,..,,!. , \ o'"J "'II '~'. .'">' , (
, , . I.'.
Admix AmountfBrandfType: i \ p' .') ":i,:" I;',' \. .pC.' .
~ - - -. -.. --.---" .-- '--, .. ,,/(.":::;' , '/.," .:ie"': ":',,. cl
Coarse Aggregate: I (;X (:,? t) i/D' Fine Aggregate: , .;,,:: "
'._,J
Weather. L.I 0rH-r r;:;',r~ !M Air Temp:
Remari<sf,Location of Concrete Placement: Fi:.:~)f1)"'r! ,,/b,', / "';1._ j~\ ,2\
l ,..... ,
_'"...,r .""," 4'J :"f ~<'
".~.~ ;..e-" l (;"."._1....... -,"',-.,
Specimen Control # q.;t (, TEST RESULTS (TO BE RUED OUT BY Nn PERSONNEL ONLY)
Spodman Spedmen Test@ Testod Dolt. ar.ak Total Uo~ Load
.. Typo 00V' By T.""'" lAp Typo lDod ""'" PSI
A t~ x I;;;' S (:1 t;) fc, - I C'.'( I aSo $l';'() <.9,,:5, t:?'7 '$730
,
I .
B j 1 ""/ b - I 6
c 'J.. .. ~~ ''''') -". ~:~ ,
f:.)I.
0
E
Cornmanls about breaks:
06/07/02 08:24
'a'360 452 8498
NTr ENG.& SlRVEY
Ii1I 002
(;'. C:~(?:)1!T::S)~Vl
\,\J;I,L)Lr U
--,? --
NTI MATenlALO m9TlNO LAOOnATOnv
717 S. PoaUody, Port Ancoloo, WA 00302
(300) ~G2.o40t Fill( (300) 452.0400
COMPReSSive omeNoni TaOT
O'.'"CIMGN TRANSMI1TAL & roOT R611UI.T8 FORM
r"Or 11,.1 prol"ol .poolmln batol1, oompllll '....r.. for rllutllllanlmllla!
'I,.
I. Malorlal Tyro: :lit., Concrolo 0
2, Numbor of Spoclmons: a I 02
Mortar 0 Grout
Cllonl ('>"0, \ '6
Pro/eC1: (:d)""
/
C. ,;':).("\ .,'
"-,"'"
\.:.; J;,\~\\< (:.' , I
03 )1:.,4 0 G
61WNG INFORMATION
H no open lab aooounC Of' aotJva proJect 10, mUll go through
&1100.. M41UlOClf n,...
3. Tostlno Soquonoo Roquoatod (days alteroa,atlng):
~Stand8rd A a Standard B 0 StandardC 0 Other (Spoc/fl
' , 7,29.28, Hold 7.28,28 28,28
o Lab Account t'I
') <)
4, Dale Cast: C;.. ,!;., C',) 5, Cast By: f":,, r
6. Material Supplied by: At" c'":,J;;:,,..,
Ja Project Account 10 eA t:l L. CJ Gi, 0 I
Project Manaoer ...) (2..,1'-)
o Pre-paid (roqulred If not on aooount . Me (avona)
7. Contractor. 6:7<<-. ';:""\ Q"
8. Date Rec'd In Lab: 6 - b - o~ 9. Roc'd by; e, f
MATERIAL SPECIFICAT10NS
SLUMP
TEMPERATURE
AJR CONTENT
UNIT WEIGHT
DESIGN
ACTUAL
Required Compressive Strength:
Additional Requirements:
'"~--
osl@
Days
Cement Type:
'I ,-.
.- A~:
COMPONENTS/MISCEUANEOUS
Ie- '/,
No. of Sacks/C, Y.: ,.:;, e,,""
':~;~ '<";) .. '.' ',," ~' " ':"!,!". /' ,/ t:.
I ~b c/ y f.'.;,p,.) ,/", l" c: ,,",'...; C",;:, ,...;, ';, . ..
- Ane Aggregate: I IS ")0 .,
Load Size:
-4
C.Y.
Admix Amount/BrandfType:
Admix Amount/BrandfType:
Coarse Aggregate: I ::; .;; () ""
<:
Weather.
Re,marks/L\'03t"iqn of Concrete Placement:
.{<.o:. \ (" L:.v'+ 7.'~t; ~.~ a .r;., ~}
/ l':'." '_"
Alr Temp:
." I ',c
,'I I,
Specimen Control # q ;J :3
TEST RESULTS (TO BE FlUED OUT BY NT1 PERSONNEL ONLY)
Spoclmcn
#
Spo.dm~m
T \'PO
(, :x I ~,~-;{
Test@
DaY'
T"sted
By
Dalo
ToSWd
El<ook
Cap Type
T otol
load
......
Unit L.D.cId
PSI
A
7
6 ~ I.Q
-7 :::
"7 ::;
:.;1 ~ ,~, 7
o
-',0),
P'i ",j
D
i
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I,' .
i
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Comm(lnts About brBaks: